Design of Flexure Member | Laterally Supported | High Shear Case | IOE |

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Parash Joshi - Civil Construction and Tutor

Parash Joshi - Civil Construction and Tutor

Күн бұрын

In this video, we will discuss on design of steel structures for flexure member with high shear condition.
Please look for part 1 of this here.
• Design of Flexure Memb...
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Пікірлер: 9
@shrutirathour8660
@shrutirathour8660 4 жыл бұрын
Excellent explanation sir , thank you
@civilconst
@civilconst 4 жыл бұрын
Cheers
@therockinduderocks331
@therockinduderocks331 2 жыл бұрын
Can you upload another video designing Welded plate girder (with Intermediate Stiffeners) with HIGH SHEAR FORCE? My doubt is what will you consider as Vd for calculating Moment Capacity of girder. Vd as Vp or Vcr ?
@jintamolp.y.2230
@jintamolp.y.2230 3 жыл бұрын
Whether it is needed to calculate for minor axis also ...ie for Zp along minor axis
@BHARATKUMAR-eu2em
@BHARATKUMAR-eu2em 6 жыл бұрын
Thank you sir
@civilconst
@civilconst 6 жыл бұрын
thank you hav a grt day
@SanjayDas-zq8hq
@SanjayDas-zq8hq 4 жыл бұрын
How to find r1 15 mm i can never seen in IS code
@theprrashantt
@theprrashantt 3 жыл бұрын
IS 808:1989
@BHARATKUMAR-eu2em
@BHARATKUMAR-eu2em 6 жыл бұрын
Sir g Hindi me bnaya Karo
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